Serre Equations in Channels and Rivers of Arbitrary Cross SectionSource: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023021-1Author:Damien Violeau
DOI: 10.1061/JHEND8.HYENG-13406Publisher: American Society of Civil Engineers
Abstract: A variational approach was used to derive a set of Serre equations for fully nonlinear, dispersive waves in channels of arbitrary cross section. A family of travelling waves was found, as well as the relation between amplitude and celerity of solitary waves. An upper bound is proposed for the solitary wave amplitude as a function of the Froude number in trapezoidal cross-sectional canals, and it showed good agreement with existing theory. For waves of moderate amplitude, cnoidal waves result with a soliton limit; these waves and their properties (celerity and wave number) are written as functions of the channel bank slope and channel bank curvature. The theoretical findings are in agreement with well-established results in the literature, in particular with more-recent Boussinesq-type theories. A validation is proposed against existing experimental data.
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| contributor author | Damien Violeau | |
| date accessioned | 2023-08-16T19:06:34Z | |
| date available | 2023-08-16T19:06:34Z | |
| date issued | 2023/07/01 | |
| identifier other | JHEND8.HYENG-13406.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4292768 | |
| description abstract | A variational approach was used to derive a set of Serre equations for fully nonlinear, dispersive waves in channels of arbitrary cross section. A family of travelling waves was found, as well as the relation between amplitude and celerity of solitary waves. An upper bound is proposed for the solitary wave amplitude as a function of the Froude number in trapezoidal cross-sectional canals, and it showed good agreement with existing theory. For waves of moderate amplitude, cnoidal waves result with a soliton limit; these waves and their properties (celerity and wave number) are written as functions of the channel bank slope and channel bank curvature. The theoretical findings are in agreement with well-established results in the literature, in particular with more-recent Boussinesq-type theories. A validation is proposed against existing experimental data. | |
| publisher | American Society of Civil Engineers | |
| title | Serre Equations in Channels and Rivers of Arbitrary Cross Section | |
| type | Journal Article | |
| journal volume | 149 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/JHEND8.HYENG-13406 | |
| journal fristpage | 04023021-1 | |
| journal lastpage | 04023021-9 | |
| page | 9 | |
| tree | Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007 | |
| contenttype | Fulltext |